1 |
Hwang, S.Y., Kim, M.S., Lee, Y.H., Kim, H. (2014) Evaluation of Shear Strength for Reinforced Flat Plates Embedded with GFRP plates, Journal of the Computational Structural Engineering Institute of Korea, 27(2), pp.121-128.
과학기술학회마을
DOI
ScienceOn
|
2 |
Johansen, K.W. (1998) Yield Line Formulate for Slabs, Cement and Concrete Association, London, p.120.
|
3 |
Korea Concrete Institute (2011) KCI Concrete Structure Design Code 2011, Seoul, p.548.
|
4 |
Marzouk H., Hussein A. (1992) Experimental Investigations on the Behavior of High-Strength concrete Slabs, ACI Structural Journal, 88(6), pp. 107-713.
|
5 |
Meisami, M.H., Mostofinejad, D., Nakamura, H. (2013) Punching Shear Strengthening of Two-way Flat Slabs Using CFRP Rods, Composite Structures, 99, pp.112-122.
DOI
ScienceOn
|
6 |
Soudki, K., El-Sayed, A.K., Vanzwol, T. (2012) Strengthening of Concrete Slab-column Connections Using CFRP Strips, Journal of King Saud University - Engineering Sciences, 24(1), pp.25-33.
|
7 |
Bouguerra, K., Ahmed, E.A., El-Gamal, S., Benmokrane, B. (2011) Testing of Full-scale Concrete Bridge Deck Slabs Reinforced with Fiber-reinforced Polymer (FRP) Bars, Construction and Building Materials, 25(10), pp.3956-3965.
DOI
ScienceOn
|
8 |
BS 8110 (1997) Structural Use of Concrete, Part 1: Code of Practice for Design and Construction, British Standards Institution, London, UK, p.117.
|
9 |
Collins M.P., Kuchma, D.K. (1999) How Safe are Our Large Lightly Reinforced Beams, Slabs, and Footings, ACI Structural Journal, 96(4), pp.482-490.
|
10 |
European Committee for Standardization (2004) Eurocode 2 : Design of Concrete Structures, Part 1.1 : General Rules and Rules for Buildings, final draft, Brussels, p.230.
|
11 |
ACI Committee 318-11 (2011) Building Code Requirements for Reinforced Concrete and Commentary (ACI 318-11), American Concrete Institute, Farmington Hills, p.503.
|